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S-413601
BG L0 a n N d i RIM 415.51 IE 408.70 A EX. FIRE HYDRANT SENN RIM 407,15 E 400.23 CTR CHANNEL, 8' PVC S. & 6" PVC N. _W W W jI�. ° `C�ONW,C DRIVE I EX 6' GV T— — W � ROLLER o, — — — S88'48'49'E 128.64'(C)i128.74'1 U i0`L NE 7TH ST. 1 EX OVTRHE00WE O^ DEWALK I F E E%. POWER POLE r�nP L +s W/ STREET UGHT ARM (TYP) EX FlRE v HYDRANT LOT I ae14>91d9 m 8011100130 � n II m r Z m 26' PUBLIC WATER, SEWER, - AND PRIVATE ACCESS AND UTILITY EASEMENT PER N.C. RI 2014D924000105 AND 20140924000106. I PLAN VIEW CALLOUTS LOT 2 O LOT SANITARY SIDE STUB T SEWER PVCSORT SS 0 19.68E 8011100131 STUB IE=404.00 INSTALL PER CITY STD. PLAN 405, 406.1, /e AND 406.2. TYPICAL a LJ I O CONNECT 6' SS TO EXISTING 8' SEWER MAN E NEAT UNE SAWCUT LINE. EX. 8' SEWER MAIN IE=399.00L RESTORE EXISTING ASPHALT PAVEMENT, CURB 6' SIDE SEWER IE=399.OBi '— _- AND HTUEER:iE GF-ANDLIANDSCAPING-AFJER- O3 LOT 2 SANITARY SIDE SEWER STUB INSTTYPICAALL 2 LOCATION SANITARY SIDE SEWEIRs. 25LF Sw PVC SUIT 35 SS 0 19.88ESTU BTEST 12 AIR PER CITY SID. 410 TYPICAL 3. ® CONNECT 6' SS TO EXISTING 8' SEWER MAN ETC 8' SEWER MAN IE=394.852 6 SIDE SEWER IE=394.933 OLOT 3 SANITARY SIDE SEWER STUB CONDITION OF APPROVAL: GONNECT DIREGRX TO EXISTING CONNECT LOT 3 SIDE SEWER TO THE DOWNSTREAM RANCH 231F 6' PVC SDR 35 SS 0 24.87E SEWER MAIN. STUB IE=397.25 © RESTORE EXISTING FENCE AND LANDSCAPING AFTER INSTALLATION OF SIDE SEWER. O ALL SEWER STUB CIEANOUTS OUTSIDE OF IMPROVED AREAS SHALL HAVE A Yx2' CONCRETE PAD (TYP) OB EXISTING WATER SERVICE SHALL BE CUT AND CAPPED BY CITY FORCES. SEPARATE WATER PERMIT WILL BE REWIRED. Og ALL SIDE SEWERS THAT PASS UNDER OR THROUGH A RETAINING WALL SHALL BE INSTALLED WITHIN A STEEL CASING. SDE SEWER CONSTRUCTION NOTE DEVELOPER SHALL PROVIDE A LETTER TO THE NON, HOMEOWNERS OF LOTS 1-34ND-T! STITCH LOTS 1-4 CONSTRUCTION PROJECT MANAGER PROMDING NOTICE PLANNED CONSTRUCTION WITHIN THE EASEMENT AREA INCLUDING AN OUTIJNE OF ANTICIPATED CONSTRUCTION SCHEDULE UPON DIAL CONSTRUCTION PERMIT ISSUANCE. A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF ACTUAL WORK A NOTICE, BY MEANS OF DOOR HANGAR, SHALL BE GIVEN TO THE HOMEOWNERS OF LOTS 1-3. Mors 1-4 PROPOSED BIDDER DESIGNED} FILL RETAINING WALL LOT 3 Be" He Cal 8011100132 RIM /IE 395.15 6.1E 12" PVC S. I � NE 6TH CT&STORM . Ex PER A51 521Ft 8' D.I. CL 52 WATER MAIN FROM CONNECTION POINT TO FIRE HYDRANT ASSEMBLY — 4�[W In I' ' 1 - i =0 El 1' DOMESTIC WATER o - - RACE AND METER N jln 3 I I I I LOT 2 9 I PAD ELEVATION = 407.00 � I 9 I II I FINISHED GRACE � I 1 CONTOUR (TA I = I STk-0+17.584, 180E (L) LOCATE AND CONNECT TO EXISTING 8' WATER MAIN. B' x B• TAPPING TEE (MIME) 1-8' GATE VALVE (II I) 1-CONC. THRUST BLOC( INSTALL PER CITY SM. PLAN 3DD.L 30D.6, 3301 AND R%2 MH ji i3NoEMnc 8HA 6PVC W. & aPVC E . JI M — z Wild— Y' EONC DRVEa / Tr C R EX FIRE HYDRANT W.�T-wu IX. 8wWA7ER MAIN W I Al N N — m EX. W GV ROLLED CURB �T �'��— —T MONUMENT IN CASE _ a BRASS PIN IN CONC. 1+� 2+00 EX. 8' SEWER MAIN �2+40 _ DOWN 0.4OF L II II OPEX OVERHEAD POWEROP MELT" \ -rl,� N00'to'39"W EX POWER PGE I� — 46, FIR 30.00' ' \ W/ STREET UGHT 30' 1 30' \ ARM (TYP) I I STk D+34.00, 23.00' (L) 1-FIRE HYDRANT ASSEMBLY 11-8' IF 6' REDUCER (MI 71-6' GATE VALVE (FLM,I) I-CONC. THRUST BLOCK INSTALL PER CITY SID. PLAN 3101 330.1. AND 330.2 196LF fi' Ol CL 52 WATER MAIN FROM FIRE HYDRANT ASSEMBLY TO END OF MAN r I II HOUSE I z I - I Q Im 14 Im i. 8011100140 STA:2+30.00, 18.00' (L) END 6' D.I. WATER MAN INSTALL POLY PIG STATION 1-6' END CAP (MJ) 1-CONIC. THRUST BLOC( STA2+XOq 21.00' (L) 1-27 BLOW -OFF PERMANENT ASSEMBLY INSTALL PER CITY STD. PLAN 3OK 330.1. 330.Z AND 340.1 — PROPOSED 1' DOMESTC WATER SERVICE AND METER TYPICAL (3) INSTALL PER CITY STD. PLAN 320.1 A SEPARATE PERMIT 15 REQUIRED TO DROP IN THE WATER METER OWNG MADE CONTOUR (TYP) o w w w 1 Tvah = 20 feet S-413601 R-413611 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY Nathan Janders OS/25/2021� Ann Fowler 06/02/2021 Me I WATER UTILITY //////yyy, `g�CK$ CONDITION OF APPROVAL 1' . Igafour OS/25/2021 C E.S. NW WC ep q p SEPARATION OF .5 FT LET '`4 44Y,�0 THERE SHALL HE I MINIMUM CEP Y..n 1D 3D 2L SCALE 1'=20' 10�""1YO1°°�'"' O CITY OF 7TH STREET SHORT PLAT �' THE CASING CROWN OF THE SIDE Tom 2oYIL [BEFORE ALL 48 HOURS END CES NW JOB NO. 17234 N A SEWER LINE AND BOTTOM OF WALL. RENTON W C/PZ EA iWAI9E/7/AVO d SUl74EY/NG YOU DIG 2 REVISED PER CITY OF RENTON REDLINE COMMENTS ENO 10 30 20 eW" ETD f a� Rxww JJ DATUM A 3371E 1 REVISED PER CITY OF RENTON RmUNE COMMENTS ENO 8 8 20 errv.L� Planning/Building/Public works De t WATER MAIN EXTENSION AND SIDE SEWER PLAN C1 .N. {NI710 DIAL 811 FWB „„P. 429 - NTH ST. NE, MIR D PR: (253) 848-4282 e&S7oxA1.N0. REVISION BY DATE APPR PUYALUP, WA 9Wn cesersiceseceenwmc.com 4/26/2021 F13B RIM 397.31 IS 391,48 CTR CHANNEL, IE 394.76 12' PVC N. e' PVC N, W & E HE 392,62 12' ADS W. IE 393,45 6' PVC S. 80 1t 100133 LOT 4 BGIFGI 3 O INSTALL 127 STEEL CASING PIPE ORDER RETAINING WALL FOR PROPOSED SIDE SEWER LATERALS. TYPICAL 3 LOCATIONS EXTEND CABINS A MINIMUM OF 5' BEYOND EACH SIDE OF WALL. INSTALL PER CITY SID. PLAN 412 (TYP} r� ---CONNECTLOT3SIDE SEWER --- TO THE DOWNSTREAM 8-INCH _ r I SEWER MAIN. — 1 I I 1 5 LOT S 40100 I I I PAD ELEVATON - I 11 II I I I I I I --4T N a UI I . 688'51'03'W 95 97' 0 O co O CD 0 N A LE) CO O 0 O M Q J CID O O 0 M TII- WE